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| 1 | Earth work in excavation in foundation in hard or gravelly soil within 50 mtr. initial lead and 1.5 mtr. initial lift including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 mtr. depth including cost of all labour, labour cess and T&P for the work etc. complete and as directed by the Engineer-in-Charge. |
| 2 | Supplying, filling in foundation and plinth with sand in 22.5 cm (9\") thick layers including watering and ramming with cost, conveyance, royalties, labour and labour cess with T&P required for the work etc complete as per the direction of the Engineer-in-charge. |
| 3 | Back filling in foundation & plinth with excavated earth including watering and ramming within 50 mtr. initial lead and 1.5 mtr. initial lift including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 mtr. depth including cost of all labour, labour cess and T&P for the work etc. complete and as directed by the Engineer-in-Charge. |
| 4 | Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm (1.5\") size clean hard hand broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm (6\") thick to required level ramming, watering, curing etc. complete including cost and conveyance of all materials with royalties, labour, labour cess and T&P required for the work etc. complete including dewatering if required. |
| 5 | Cement concrete (1:2:4) using 12 mm size hard crusher broken granite chips of approved quality from approved quarry including all cost, labour, labour cess, T&P, royalties, conveyances etc. complete as per direction of the Engineer-in-charge. |
| 6 | R.C.C. work in Plinth Beam of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 7 | R.C.C. work in Lintel of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position |
| 8 | R.C.C. work in Roof slab of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position |
| 9 | R.C.C. work in Chajja of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position |
| 10 | Straightening bent up or coiled rods (HYSD) cutting, bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for RCC works and for providing cost, conveyance of M.S. rod or Tor steel and binding wires of 18 to 20 gauge and labour, labour cess with T & P required for the work etc complete in all floors (Weight of binding wires and lapping & wastage of rod will not be considered for payment and payment will be made on weight of actual length of M.S. rods or Tor steel only.) |
| 11 | 2.5 cm thick grading concrete (1:2:2:) on roof slabwith 6 mm size hard crusher broken granite chips including all cost, conveyance and royalties of materials with labour, labour cess and T&P required for the work etc. complete as per direction of Engineer-in-charge. |
| 12 | Fly ash brick masonry in cement mortar (1:6) after immersing bricks for six hours in water before use in Foundation and plinth using fly ash bricks of 9\" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cesswith T&P required for the work with all royalties etc. complete in all respect. |
| 13 | Fly ash brick masonry in cement mortar (1:6) after immersing bricks for six hours in water before use in superstructure using fly ash bricks of 9\" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cesswith T&P required for the work with all royalties etc. complete in all respect. |
| 14 | 16 mm thick cement plaster of proportion (1:6) finished smooth to inside brick work after racking out joints including watering and curing, cost, conveyance, royalities of all materials with all labour, labour cess and T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge |
| 15 | 12 mm thick cement plaster (1:6) finished smooth to outside brick walls after raking out the joint including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge |
| 16 | 6 mm thick cement plaster (1:4) to RCC surfaces finished smooth including close deep chipping and slurry treatment including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge. |
| 17 | Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scafolding staging charges with cost of all materials, labour, labour cess, T&P etc. complete as per direction of Engineer-in-Charge. |
| 18 | Distempering two coats to wall surface with any approved Distemper paint of approved shade over a coat water bound wall cement primer on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge. |
| 19 | Wall Painting two coats with any approved weather coat paint of approved shade over a coat water bound wall cement primer on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge. |
| 20 | Providing & fixing of Kota Tiles of minimum 16 mm thick of size above 0.1 sqm in floors, treads or steps and landing on 25 mm thick bed of cement mortar (1:1) jointed with neat cement slurry mixed with colouring pigments to match the sheds of the tiles including rubbing and polishing complete including cost of kota tiles, all materials, labour, labour cess, royality, conveyance, T&P etc. complete with machine polishing and wax polishing as directed by the Engineer-in-charge. |
| 21 | Providing and fixing Kota tiles (upto 0.10 Sqm.) in dados, skirtings and risers of steps on 12 mm thick cement plaster (1:3) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete including cost of precast tiles, all labour, labour cess as directed by the Engineer-in-charge. |
| 22 | Supplying, fitting and fixing of Industrial Vitrified tile of premium grade having thickness 8mm to 10mm of size 300mm x 300mm of plain (Ivory) in approved make conforming to IS 4457 laid on 20mm thick cement mortar (1:4) (1 cement : 4 course sand)and filling joints with white cement of approved quality including cost of all materials, labour, labour cess and T&P etc. required for the work all completeas per direction of the Engineer-in-charge. |
| 23 | Providing and fixing of Fixed Ventilators of approved make to be fabricated from roll formed sections made of pre-painted steel (base steel as per IS-513 of 0.6mm thick \"D\" quality, galvanized as per IS-277 with zinc of 120 Gm/Sq.mtr) with paint specification being with primer of 5-7 microns and finished paint with polyester paint (Black / Pearl white / Chocolate Brown) of 12-16 microns along with the alkyd backer at the back of 5-7 microns and the sizes of outer frame being of 46x52mm and with all vertical and horizontal mullions are of 46x70 mm and fixed beadings are of 18x25 mm. Accessories / gaskets are to be used as per the manufacturer’s supply and specification like handle being made of high grade aluminum powder coated and with nylon receiver and gaskets will be made of EPDM. All corner brackets are to be made of CRCA with zinc phosphating. The mullion caps and louvered-chips should be of glass filled nylon. The sections are to be cut to length, miter joined with corner bracket and frames are fixed to the concrete / masonry walls by means of self-expanding screws and glass to be used of 5 mm reflective including cost of all materials, labour, labour cess and T&P etc. required for the work all complete as per direction of the Engineer-in-charge. |
| 24 | Supplying of M.S Panneled Door double leaved with M.S. frames (35x35x6 mm M.S. Angle), top and bottom rail (25x25x3 mm M.S. Angle), door pannel with 1.00 C.R. sheet, pannel stiffner covering width of each leaf 19 x 5 mm, M.S.flat 3 Nos. on each leaf, hinges 6 nos of size 100 mm (3 nos. on each side) bought out as per ISS. Hold fast 3 nos on each side of 35 x 35 x 6 mm M.S. Angle 175 mm length bifurcated at the tip, with 4 nos fabricated Handle (19x5 mm M.S. Flat), 2 nos Aldrop bought out as per ISS & 2 nos Tower bolts as per approved design & direction of Engineer-in-charge, including cost, conveyance, labour cess and labour charges of all materials etc. complete |
| 25 | Supplyingof M.S. pannelled window double leaved with M.S. Frame ( 35 x 35 x 6 mm M.S Angle), shutter style -Top & bottom rail with 25 x 25 x 3 mm M.S. Angle, window pannel with 1.00 mm C.R. sheet, Pannel stiffner covering width of each leaf 19 x 5 mm M.S. Flat 2 nos of each leaf, Hinges 4 nos of size 100 mm. ( 2 nos on each side) bought out as per ISS, Hold Fast 2 nos. on each side with 35 x 35 x 6 mm angle 100 mm. length bifurcated at tip, with 2 nos fabricated handle (19x5 mm M.S. Flat), 4 nos tower bolt bought out as per ISS and Horizontal grills of 12 mm M.S. Round at 100 mm. spacingas per approved design and direction of Engineer-in-charge including cost and conveyance of all materials with all labour, labour cess and T&P required for the work etc. complete |
| 26 | Labour charges for fitting and fixing of M.S. Door, Window, Fixed Grill & Gate, Rolling shutter etc. in proper position including making holes in walls, RCC structures and wood work etc. and making good to the damages to walls or RCC structure including mending or cutting to sizes or grooves in walls and fixing with RCC (1:2:4) with HB granite chips of 12mm size with cost and conveyance of all materials, royalties, labour, labour cess and T&P required for the work etc. complete as per direction of the Engineer-in-charge. |
| 27 | Painting two coats with any approved paint over a coat of priming to new iron work including cost of the primer and paint sand papering polishing the surface with cost conveyance of all materials, labour and labour cess with T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge. |
